Research Article
Jan 1961
Discontinuity Stresses in Beams on Elastic Foundations
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 126, Issue 2
Abstract
A method of analysis is presented for obtaining discontinuity stresses in beams on elastic foundation and cylindrical shells subjected to axisymmetrical loading. Also presented are the solutions of numerous basic cases which provide the necessary numerical constants required in the proposed method of analysis. Several examples are included.
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© 1961 American Society of Civil Engineers.
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Published in print: Jan 1961
Published online: Feb 10, 2021
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Joseph Penzien, M.ASCE
Assoc. Prof. of Civ. Engrg., Univ. of California, Berkeley, Calif.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.